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Model predictive control strategies for protection of structures during earthquakes

  • Xu, Long-He (School of Civil Engineering, Beijing Jiaotong University) ;
  • Li, Zhong-Xian (School of Civil Engineering, Tianjin University)
  • Received : 2010.11.19
  • Accepted : 2011.08.17
  • Published : 2011.10.25

Abstract

This paper presents a theoretical study of a model predictive control (MPC) strategy employed in semi-active control system with magnetorheological (MR) dampers to reduce the responses of seismically excited structures. The MPC scheme is based on a prediction model of the system response to obtain the control actions by minimizing an objective function, which can compensate for the effect of time delay that occurred in real application. As an example, a 5-story building frame equipped with two 20 kN MR dampers is presented to demonstrate the performance of the proposed MPC scheme for addressing time delay and reducing the structural responses under different earthquakes, in which the predictive length l = 5 and the delayed time step d = 10, 20, 40, 60, 100 are considered. Comparison with passive-off, passive-on, and linear quadratic Gaussian (LQG) control strategy indicates that MPC scheme exhibits good control performance similar to the LQG control strategy, both have better control effectiveness than two passive control methods for most cases, and the MPC scheme used in semi-active control system show more effectiveness and robustness for addressing time delay and protecting structures during earthquakes.

Keywords

References

  1. Agrawal, A.K. and Yang, J.N. (1997), "Effect of fixed time-delay on stability and performance of actively controlled civil engineering structures", Earthq. Eng. Struct. D., 26(11), 1169-1185. https://doi.org/10.1002/(SICI)1096-9845(199711)26:11<1169::AID-EQE702>3.0.CO;2-S
  2. Agrawal, A.K. and Yang, J.N. (2000), "Compensation of time-delay for control of civil engineering structures", Earthq. Eng. Struct. D., 29, 37-62. https://doi.org/10.1002/(SICI)1096-9845(200001)29:1<37::AID-EQE894>3.0.CO;2-A
  3. Andre, P. (1997), Vibration Control of Active Structures, Kluwer Academic Publishers, Boston.
  4. Bhardwaj, M.K. and Datta, T.K. (2006), "Semiactive fuzzy control of the seismic response of building frames", J. Struct. Eng.-ASCE, 132(5), 791-799. https://doi.org/10.1061/(ASCE)0733-9445(2006)132:5(791)
  5. Cai, G.P. and Huang, J.Z. (2002), "Optimal control method for seismically excited building structures with timedelay in control", J. Eng. Mech.-ASCE, 128(6), 602-612. https://doi.org/10.1061/(ASCE)0733-9399(2002)128:6(602)
  6. Carlson, J.D. and Spencer, Jr. B.F. (1996a), "Magneto-rheological fluid dampers for semi-active seismic control", Proceedings of 3rd International Conference on Motion and Vibration Control, China, Japan.
  7. Carlson, J.D. and Spencer, Jr. B.F. (1996b), "Magnetorheological fluid dampers: scalability and design issues for application to dynamic hazard mitigation", Proceedings of 2nd International Workshop on Structural Control, Hong Kong.
  8. Chang, C.C. and Roschke, P.N. (1999), "Neural network modeling of a magnetorheological damper", J. Intell. Mater. Syst. Struct., 9(9), 755-764.
  9. Chu, S.Y., Soong, T.T., Lin, C.C. and Chen, Y.Z. (2002), "Time-delay effect and compensation on direct output feedback controlled mass damper systems", Earthq. Eng. Struct. D., 31(1), 121-137. https://doi.org/10.1002/eqe.101
  10. Dyke, S.J., Spencer, Jr. B.F., Sain, M.K. and Carlson, J.D. (1996), "Seismic response reduction using magnetorheological dampers", Proceedings of IFAC World Congress, San Francisco, CA, June-July.
  11. Hiemenz, G.J., Choi, Y.T. and Wereley, N.M. (2003), "Seismic control of civil structures utilizing semi-active MR braces", Comput. Aid. Civil Inf., 18(1), 31-44. https://doi.org/10.1111/1467-8667.t01-1-00297
  12. Inaudi, J.A. and Kelly, J.M. (1994), "A robust delay-compensation technique based on memory", Earthq. Eng. Struct. D., 23(9), 987-1001. https://doi.org/10.1002/eqe.4290230905
  13. Inaudi, J.A. (1997), "Modulated homogeneous friction: a semi-active damping strategy", Earthq. Eng. Struct. D., 26(3), 361-376. https://doi.org/10.1002/(SICI)1096-9845(199703)26:3<361::AID-EQE648>3.0.CO;2-M
  14. Jansen, L.M. and Dyke, S.J. (2000), "Semi-active control strategies for MR dampers: comparative study", J. Eng. Mech.-ASCE, 126(8), 795-803. https://doi.org/10.1061/(ASCE)0733-9399(2000)126:8(795)
  15. Johnson, E.A., Ramallo, J.C., Spencer, Jr. B.F. and Sain, M.K. (1998), "Intelligent base isolation systems", Proceedings of the Second World Conference on Structural Control, Kyoto, Japan, June-July.
  16. Kevin, K.F. Wong (2005a), "Predictive optimal linear control of elastic structures during earthquake. part I", J. Eng. Mech.-ASCE, 131(2), 131-141. https://doi.org/10.1061/(ASCE)0733-9399(2005)131:2(131)
  17. Kevin, K.F. Wong (2005b), "Predictive optimal linear control of inelastic structures during earthquake. part II", J. Eng. Mech.-ASCE, 131(2), 142-152. https://doi.org/10.1061/(ASCE)0733-9399(2005)131:2(142)
  18. Leitmann, G. (1994), "Semiactive control for vibration attenuation", J. Intell. Mater. Syste. Struct., 5(6), 841-846. https://doi.org/10.1177/1045389X9400500616
  19. Li, Z.X. and Xu, L.H. (2005), "Performance tests and hysteresis model of MRF-04K damper", J. Struct. Eng.-ASCE, 131(8), 1303-1306. https://doi.org/10.1061/(ASCE)0733-9445(2005)131:8(1303)
  20. Ohtori, Y., Christenson, R.E., Spencer, Jr. B.F. and Dyke, S.J. (2004), "Benchmark control problems for seismically excited nonlinear buildings", J. Eng. Mech.-ASCE, 130(4), 366-385. https://doi.org/10.1061/(ASCE)0733-9399(2004)130:4(366)
  21. Schurter, K.C. and Roschke, P.N. (2000), "Fuzzy modeling of a magnetorheological damper using ANFIS", Proceedings of the ninth IEEE International Conference on Fuzzy Systems, 1, 122-127.
  22. Spencer, Jr. B.F., Carlson, J.D., Sain, M.K. and Yang, G. (1997a), "On the current status of magnetorheological dampers: seismic protection of full-scale structures", Proceedings of American Control Conference, Albuquerque, New Mexico.
  23. Spencer, Jr. B.F., Dyke, S.J., Sain, M.K. and Carlson, J.D. (1997b), "Phenomenological model for magnetorheological dampers", J. Struct. Eng.-ASCE, 123(3), 230-238.
  24. Terasawa, T. and Sano, A. (2005), "Fully adaptive vibration control for uncertain structure installed with MR damper", Proceedings of the American Control Conference, 7, 4753-4759.
  25. Xu, L.H. and Li, Z.X. (2008), "Semi-active multi-step predictive control of structures using MR dampers", Earthq. Eng. Struct. D., 37, 1435-1448. https://doi.org/10.1002/eqe.822
  26. Yang, J.N., Akbarpour, A. and Askar, G. (1990), "Effect of time delay on control of seismic-excited buildings", J. Struct. Eng.-ASCE, 116(10), 2801-2814. https://doi.org/10.1061/(ASCE)0733-9445(1990)116:10(2801)
  27. Yang, G., Spencer, Jr. B.F., Jung, H.J. and Carlson, J.D. (2004), "Dynamic modeling of large-scale magnetorheological damper systems for civil engineering applications", J. Eng. Mech.-ASCE, 139(9), 1107-1114.

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